Hello
I have following questions:
ASCE 7-05 page 52, MWFRS Method 2 Fig 6-9 Design Wind Load Cases,
1. What happens to the Roof design pressure calculated per section 6.5.12.2.1 equation 6-17 ?
Fig 6-9 does not mention anything about Roof pressure Loading?
I may not be interpreting it...
Hello All
I need to analyze a Genset fuel tank for seismic loading per ASCE 7-05 and certify it for a certain g level.
I am applying the full hydrostatic pressure on the tank wall times seismic g accl (with the required load factors) on the tank walls and after analyzing am getting high...